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HomeMy WebLinkAbout2011-2071 WP Ball Blvd (rev) (a)ISIONS PERMIT # DATE ADDRESS FAX # DESCRRITION OF REVISION: E ic„co EW=icAu-�ug QmbZ ?,�,.,.,a�-,_....�..�.-?�.,�a�,o ,� E�+�.vNrtuLv,s - IZc�►at� Sar,e�,ien U ILIT S FIRE BLDG ' CITY OF SANFORmu, NOV. 0 5 2004 r r •a RECEIVED D LIGHTING CONTACTORS AND ® 208/120V/30/4W/600A TIME SWITCH IN LOCKABLE 6 7 1 1 QNEMA 3R ENCLOSURE, 2 REFER TO DETAIL 3/EO.0 O O CT CABINET O O FLC HOUSE 10 PANEL PC TC O 8 6 2 SETS OF 4-350kcmil(CU)-4"C. 1 1 AND 1-4" EMPTY SPARE CONDUIT f j TYPICAL OF 4 3 7 1 #3/0(CU) GND. GRADE TO PANEL TO PANEL TO PANEL I II LC3 LC2 LC1 L -L REFER TO NEUTRAL — J GRl UNDING DETAIL TO POWER COMPANY TRANSFORMER 2/1'0.0 SEE EO.1 FOR TRANSFORMER LOCATION. 2 MULTI -TENANT SERVICE METERS - SHOPS C BUILDING SCALE NONE NnV LEGEND NOTES (DETAIL 2/RE1.3 ONLY A 7 ,y7 _ v 4#3/0,1#6G -2"C., EXTEND TO PANEL INDICATED. f 1 2 200/3/3R/200A FUSED DISCONNECT SWITCH, LABEL WITH 1ENANT SPACE SERVED. ' O3 UTILITY CO. METER, CONTRACTOR SHALL PROVIDE AND INSTAII METER CAN, COORDINATE ALL REQUIREMENTS WITH UTILITY CO. ® NEMA 3R WIREWAY WITH HINGED COVER. PROVIDE SIZE AS REQUIRED PER N.E.C.. SERVICE ENTRANCE CONDUCTORS SHALL BE RUN ENTIRE LENGTH OF WIREWAY. POLARIS LUGS FOR CONNECTION OF TENANT FEEDERS TO PHASE CONDUCTORS. APROVIDE 5 100/3/3R/100A FUSED DISCONNECT SWITCH, LABEL WITH FANEL SERVED. 4#2,1#8G-1 1/4"C, EXTENDED TO PANEL INDICATED. 7 4#350Kcmil,1#4G-4"C., EXTEND TO PANEL INDICATED. 8 196 400/3/3R/300A FUSED DISCONNECT SWITCH, LABEL WITH PANEL SERVED. CT CABINET PROVIDED BY ELECTRICAL CONTRACTOR, COORDINATE EXACT REQUIREMENTS WITH UTILITY CO. 2 212 SHELL FLOOR PLAN - SHOPS C & D - ELECTRICAL n� TCL I .J SCALE: 1/8'0 - 1'-0* KEY NOTES: 10 MULTI—TENANT METER CENTER "C", REFER TO 2/RE1.3 FOR ADDITIONAL INFORMATION. REFER TO SITE ELECTRICAL PLAN EO.1 FOR SECONDARY FEEDER FROM UTILITY TRANSFORMER CONTINUATION. O2 TELEPHONE CABINET, REFER TO DETAIL 1 /EO.0 FOR ADDITIONAL INFORMATION. EXTEND 1-4" CONDUIT TO TELEPHONE COMPANY DEMARCATION POINT. REFER TO CIVIL ENGINEER'S PLANS FOR SERVICE ENTRANCE CONDUIT CONTINUATION. O3 1-1" EMPTY TENANT TELEPHONE SERVICE CONDUIT STUBBED UP 6" AFF AT TENANT TELEPHONE BACKBOARD. REFER TO ARCHITECT'S WHITE BOX CRITERIA DRAWING RA -7.1 FOR TENANT TELEPHONE BACKBOARD LOCATION. HOMERUN CONDUIT TO TELEPHONE 0 CABINET. REFER TO NOTE 2 ABOVE, 2 O TENANT ELECTRICAL PANEL. REFER TO ARCHITECT'S WHITE BOX CRITERIA DRAWING RA -7.1 FOR ELECTRICAL PANEL LOCATION. REFER TO MULTI -TENANT METER CENTER "C" 2/RE1.3 AND PANEL SCHEDULES FOR ADDITIONAL INFORMATION. RE EW B3': a, Sanford Fi Prev 1100n Div. Date: t� `� �,tv E REVISION # 34 SUMMARY A. REVISED FOR WHITE BOX REQUIREMENTS Q REVISION # 25 SUMMARY A. REVISED METER CENTER FOR NUMBER OF TENANTS, ADDED PANELS AND RTU CONNECTIONS REVISION # 5 SUMMARY A. ADDED SHEET PHILLIPS P A R T N E R 5 H I P Architecture ■ Interior Design ■ Planning Rom 770.394.1616 I= 770.394.1314 RF K J A ANCHOR 9 C D E F O H CONSULTANT a Jordan 6 Skala Enghwe, Inc. rj Project Nmim - 0410070 �� 5385 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (77E04L47 —55 0)448-0282 .con COPYRIGHT ® 2004 JORDAN do SKALA ENGINEERS INC. SEAL 0 REVISIONS # DATE DESCRIPTION 06/01/04 MEP COORDINATION ® 07/08/04 SHOPS'C' CHANGE A 09/03/04 TENANT COMMENTS ® 10/08/04 WHITE BOX COORDINATION This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. Al rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT SHOPS C 2011-2071 W.P. BALL BOULEVARD SHOPS D 2111-2191 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY AWO/CCJ DRAWING TITLE SHELL FLOOR PLAN - ELECTRICAL SHEET NUMBER RE1 3 ■ 9000 CENTRAL PARK WEST SUITE 00 ATLANTA, GEORGIA 30328 7 ,y7 _ v E REVISION # 34 SUMMARY A. REVISED FOR WHITE BOX REQUIREMENTS Q REVISION # 25 SUMMARY A. REVISED METER CENTER FOR NUMBER OF TENANTS, ADDED PANELS AND RTU CONNECTIONS REVISION # 5 SUMMARY A. ADDED SHEET PHILLIPS P A R T N E R 5 H I P Architecture ■ Interior Design ■ Planning Rom 770.394.1616 I= 770.394.1314 RF K J A ANCHOR 9 C D E F O H CONSULTANT a Jordan 6 Skala Enghwe, Inc. rj Project Nmim - 0410070 �� 5385 OAKBROOK PARKWAY, NORCROSS, GA 30093 PHONE (77E04L47 —55 0)448-0282 .con COPYRIGHT ® 2004 JORDAN do SKALA ENGINEERS INC. SEAL 0 REVISIONS # DATE DESCRIPTION 06/01/04 MEP COORDINATION ® 07/08/04 SHOPS'C' CHANGE A 09/03/04 TENANT COMMENTS ® 10/08/04 WHITE BOX COORDINATION This document is ® Phillips Partnership, PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. Al rights reserved. This document may not be reproduced without the prior written consent of Phillips Partnership, PC. TENANT SHOPS C 2011-2071 W.P. BALL BOULEVARD SHOPS D 2111-2191 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY AWO/CCJ DRAWING TITLE SHELL FLOOR PLAN - ELECTRICAL SHEET NUMBER RE1 3 ■ 9000 CENTRAL PARK WEST SUITE 00 ATLANTA, GEORGIA 30328 LL Z 4 Ll LL C LL L T/PANEL ELEV. (17'-8") DECK BEARING _F (14'-21/2") F.F.E. ELEV. (o —o" ) B/PANEL ELEV. (-0'-1 1 ") T/FTG. ELEV. % H.-O.) J �4\ T/PANEL ELEV. (15'-11") DECK BEARING (15-101/2") n2l 30T, C111, A 20'-0" a� s 20'-0" 1 PARTIAL ELEVATION �-6.SCALE: 1/8" = 1'-0" B 20'-0" 18'-93/4" L 18'-93/4" 18'-8" 18'-8" 18'-23/4" RCP -4A RCP -4 RCP -3 RCP -2 RCP -1 d Zz d w Z (_7 w J Z z w Li J 7 z W J l w LjJ z a A a a CPANEI. REINFORCEMENTPANLL PER DETAIL 12/RS-4.1 REINFORCEMENT PER DETAIL 13/RS-4.1 6'-4" 2'-4' EL REINFORCEMENT PE DETAIL 12jRS-4.1 2'-4" 3' -4' PANEL REINFORCEMENT-� PER DETAIL 12/RS-4.1 3'-4" '-4' `PANEL REINFORCEMENT PER DETAIL 12/RS-4.1 '-4" J'-4" OPENIN OPENING OPENIN OPENING OPENING <n a (3)-� BARS E.F. (3) #4 8ARS E.F. 4 F.F.E.1 I I I I I- - ---- - -- A 20'-0" a� s 20'-0" 1 PARTIAL ELEVATION �-6.SCALE: 1/8" = 1'-0" B 20'-0" PANEL REINFORCEMENT - PER DETAIL 12/RS-4.1 PANEL REINFORCEMENT PER DETAIL 13/RS-4,1 2.-D.. (3) #5 ©ARS FF - �ANEL REINFORCEMENT -0" PER DETAIL 13/RS-4.1 (3) #5 BARS EF 19'-41/2" PANEL REINFORCEMENT - PER DETAIL 12/RS-4.1 z W L W C 71/2" 2 r z O J W Z a Q. �N Z DECK BEARING (14'-21/2") T/PANEL ELEV. (14'-0") F.F.E. ELEV. (0'-0") B/PANEL ELEV. (-0.-11-)- T/FTG. -0'-11")T/FTG. ELEV._ �\4 �. 0 T/PANEL ELEV. - DECK BEARING -- ____-----_ -(14,_2/2 �F.F.E. ELEV. \ F.F.E. ELEV. � (0.-0..) (01-0.)4 B/PANEL ELEV. -- --- _- F.F.E. B PANEL ELEV. T/FTG. ELEV- T/FTG. ELEV. (-1'-0") 4 (-1'-0") 4� 3 /�\4 r'2"'*PARTIAL ELEVATION RS -6. SCALE: 1/8" = 1'-0" A3 PHILLIPS P A R T N E R S H I P nrdwen,.e • wioMor Design • Planning "we 770394.1616 'm 770.394.1314 K J A ANCHOR B C D CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION ® 05/ 28/ 04 ARCH/ STRUC. COORD. A 07/ 08/ 04 SHOPS'C' CHANGE A 08/ 20/ 04 WE CHANGES A 10/ 08/ 04 WHITE BOX COORDINATION This document is ® Phillips Portrwship. PC and is Oanside. an Instrument o1 Service and is soler for use with respect to the project as indicated below. AN rights reserved. This document may not be reproduced without the prior writbn consent of Philips Portnership. PC. TENANT SHOPS BUILDINGS PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER -y SANFORD, FLORIDA CLIENT NORTH AMERICAN PRIOPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 845-8566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DHURWG DRAWING TITLE SHOPS "C" AND "D" PANEL ELEVATIONS SHEET NUMBER RSm6m3 w L w� Z J Z Z J C5 d W PANEL REINFORCEMENT - PER DETAIL 12/RS-4.1 PANEL REINFORCEMENT PER DETAIL 13/RS-4,1 2.-D.. (3) #5 ©ARS FF - �ANEL REINFORCEMENT -0" PER DETAIL 13/RS-4.1 (3) #5 BARS EF 19'-41/2" PANEL REINFORCEMENT - PER DETAIL 12/RS-4.1 z W L W C 71/2" 2 r z O J W Z a Q. �N Z DECK BEARING (14'-21/2") T/PANEL ELEV. (14'-0") F.F.E. ELEV. (0'-0") B/PANEL ELEV. (-0.-11-)- T/FTG. -0'-11")T/FTG. ELEV._ �\4 �. 0 T/PANEL ELEV. - DECK BEARING -- ____-----_ -(14,_2/2 �F.F.E. ELEV. \ F.F.E. ELEV. � (0.-0..) (01-0.)4 B/PANEL ELEV. -- --- _- F.F.E. B PANEL ELEV. T/FTG. ELEV- T/FTG. ELEV. (-1'-0") 4 (-1'-0") 4� 3 /�\4 r'2"'*PARTIAL ELEVATION RS -6. SCALE: 1/8" = 1'-0" A3 PHILLIPS P A R T N E R S H I P nrdwen,.e • wioMor Design • Planning "we 770394.1616 'm 770.394.1314 K J A ANCHOR B C D CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION ® 05/ 28/ 04 ARCH/ STRUC. COORD. A 07/ 08/ 04 SHOPS'C' CHANGE A 08/ 20/ 04 WE CHANGES A 10/ 08/ 04 WHITE BOX COORDINATION This document is ® Phillips Portrwship. PC and is Oanside. an Instrument o1 Service and is soler for use with respect to the project as indicated below. AN rights reserved. This document may not be reproduced without the prior writbn consent of Philips Portnership. PC. TENANT SHOPS BUILDINGS PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER -y SANFORD, FLORIDA CLIENT NORTH AMERICAN PRIOPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 845-8566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DHURWG DRAWING TITLE SHOPS "C" AND "D" PANEL ELEVATIONS SHEET NUMBER RSm6m3 FAI C 40'-0" 0 80'-0" 39'-9" 3" ADJACENT TENANT s F.F.E. T/FTG —R"1. - —n' 0o ISI j I � I[' i \-5'-0" POURBACK STRIP I AROUND PERIMETER OF 4 I�W �2 00 N I a 00 U A M I 00 M\ tT i 00 6", 4000PSI CONCRETE SLAB I I REINFORCE W/3 BARS 0 12" O.C. EACH WAY ON 6' COMPACTED GRANULAR FILL. SEE ARCH. DWGS. FOR SLAB EXTENT AND FINISH PLACE BARS AT 3" (MID HGT.) OF SLAB. I l I PA ELS, CAST AFTER NA ELS ARE ERECTLD. SHO "RC" 4", —3000 P.S.I. 061d� E S ON GRADE. REI FORCE WITH 6x6—W1.4xW1. W.W.F. ATOP VAPOR BARRIER FIN, FLR. ELEV. = 54.67' (VERIFY W/ AR H.) REF. FLR. ELB. _ (0'-0") WHITE BOX COORDINATION N\ w ISOLATION POCKET TYP. SEE 1/RS-4.1 T/FTG. _ (-1'-4') O \4 RCP -7 20'-0" A SEE ADJACENT TENANT PLANS FOR ADDITIONAL FOOTING INFO. "A (-1'-4. _ T/ FTG. _ (-1'-4") TYP. U.N.O. 5'-0" ~'OURBACK STRIP AROUND PERIMETER OF PANELS. CAST AFTER PANELS ARE FRFCTE-D. RCP -8 / 20'-0" A )I Z D 2'-51/2" NOTE TO CONTRACTOR CONTRACTOR TO THICKEN SLAB TO 5" MINIMUM IN AREAS TO RECEIVE CRANE TRAFFIC / LOADS. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE CRIBBING TO PREVENT SLAB CRACKING UNDER OUTRIGGERS AND TRACK LOADS. MAINTAIN SAME STRENGTH AND REINFORCING IN 5" SLAB AS SUPPLIED FOR 4" SEGMENTS. 1FOUNDATION PLAN R` SCALE:/g" = 1'-0" NOTE: 1. PROVIDE ECCENTRIC BASE PLATES FOR ALL COLUMNS CLOSER THAN 6" FROM �- TO F/ PANEL. "M PHILLIPS sommonom P A R T N E R S H I P Architecture a Interior Design a Planning ft- 770394.1616 ` 770394.1314 K J F M A ANCHOR :] B C D CONSULTANT HAINES, GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE. GEORGIA 30043 770.491.7550 FAX 770.491.7750 SEAL REVISIONS # DATE DESCRIPTION 0 05/ 28/ 04 COORD. W/ GRADE REVISIONS ® 05/ 28/ 04 ARCH/ STRUC. COORD. A 07/ 08104 SHOPS 'C' CHANGE A 09/ 20/ 04 V/E CHANGES ® 10/ 08/ 04 WHITE BOX COORDINATION This docunwnt is Q Phillips partnership. PC and is considered an Instrument of Service and is solely for use with respect to the project as indicated below. AM rights reserved. This document "toy not be reproduced without the prior written consent of Philips Partnership. PC. TENANT SHOPS BUILDINGS PROD ECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER oc� � SANFORD, FLORIDA CLIENT NORTH AME UCM( PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY DHURWG DRAWING TITLE SHOPS "C" AND "D" FOUNDATION PLAN SHEET NUMBER RS=2m3 A/ AB 26 A AC AA AD 21'x' A.F.F. vr'T.O. PARAPET jii 15'-101/2" A.F.F. ly D.B.E. 1Z -U' AF.F. T.O. STOREFRONT 9'-8" A.F.F. C.L. OF SCONCE O0'-0" F. F. FRONT ELEVATION SCALE: 118"=1'-0" 1 1215 21213 1212 1210 1 RA•5.3 RA -5.5 RA -5.1 L L L AE AE 1205 1 120f RA 5.4 I CORAL STONE RANDOM ASHLAR STONE VENEER, TYP. L_ 71200 101210 1215 1300E 3 RA -5.2 J 3 SIDE ELEVATION RA�.3 SCALE: I/" -'-T AE A A 294" A.F.F. ot T.O. PARAPET AB 26 A 21'-4" A.F.F. jk T.O. PARAPET 15'•10112" A.F. 26 A D.B.E. 10 C 0'-0" F.F.E. 26 A 29'4" A.F.F. T.O. PARAPET AB FINISH SCHEDULE 26 A EXTERIOR ALUMINUM AWNING - FINISH COLOR 20'-0'A.F.F. 2 A T.O. PARAPET 15'-10112" A.F.F. IV D.B.E. 12'-0" A.F.F. 10 T.O.STOREFRONT B ' OIL 0'-0" F.F.E. 29'-4' A.F.F. TO. PARAPET 20'-0" A.F.F. T.O. PARAPET 26 F 26 F _ U-0" F.F.E. AK AC Ai AA 26 A 10 G AA FAI 1 AE RA-5.2 A r1 I A Pic\ IT 1161 A \IT REVISION # 3 SUMMARY A. REVISED PARAPET HEIGHT. B. ADDED DIMS. C. OMITTED NOTE. D. CLARIFIED NOTE. REVISION # 10 SUMMARY A. MODIFIED SHOPS "C" B. REVISED PARAPET HEIGHT C. ADDED D.B.E. TAG D. OMIT SHOPS I'D" E. REVISED TAG F. ADDED DOWN SPOUT G. MOVED ACCESS LADDER H. REVISED T.O. ROOF I. REMOVED TAG J. REVISED REAR DOOR & DOWN SPOUT LOCATIONS K. RELOCATED TAG LOCATION L. ADDED 1 RTU M. CLARIFIED ROOF ACCESS LADDER LOCATION REVISION # 26 SUMMARY A. CLARIFIED PARAPET, D.B.E., OR T.O. ROOF HEIGHT B. CLARIFIED STOREFRONT & PARAPET C. ADD STOREFRONT D. OMIT TILT -UP PILASTER & ADD MTL. STUD PILASTER E. CLARIFIED DOOR LOCATION F. CLARIFIED PILASTER FINISH REVISION # 34 SUMMARY A. ADD 3'-0" X 7'-0" REAR DOOR GENERAL CONTRACTOR TO SUBMIT COLOR AND FINISH SAMPLES TO MATCH ITEMS IN FINISH SCHEDULE. LEGEND ® WALL MOUNTED LIGHT SEE ELECTRICAL DRAWINGS C J MASONRY CONTROL JOINT- SHOWN FOR AESTHETIC PURPOSES ONLY -VERIFY MAX. DISTANCE BETWEEN JOINTS W/ MANUR O TEMPERED GLASS © LAMINATED GLASS NOTE: ALL CONTROL JOINTS RUNNING HORIZONTALLY SHALL BE ALIGNED WITH ADJACENT TENANTS' HORIZONTAL CONTROL JOINTS - VERTICAL DEVIATIONS ARE NOT ACCEPTABLE. B C I fel r/1r3^^= TArl 1 IAI ITC Art IAP/ C61T T=AI A AIT L 4 SIDE ELEVATION Rp,_q g SCALE: 118"=1'-0' 10, E 26 A 14'-0" A.F.F. T.O.OR� AH PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning f 770.3941616 Fex 770.3941314 RF RE K J EEIL E F G H 4 B C D CONSULTANT SEAL . I§r REVISIONS # DATE DESCRIPTION 0 05/28/04 ARCH/ STRUC. COORD. 07/26/04 - - -- SHOPS'C' CHANGE A 09/20/04 V/E CHANGES ® 10/08/04 WHITE BOX COORDINATION This document is ® Phillips partnership, PC and is considered on Instrument of Service and is solely for use with respect to the project as indicated below_ AN rights r"servad. This document may not be reproduced without the prior written consent of Phillips Partnership. PC. TENANT SHOPS C 2011-2081 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT 11 11 1 1 NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY ALE/DEB DRAWING TITLE SHELL ELEVATIONS SHEET NUMBER RA=4m3 FINISH SCHEDULE EXTERIOR ALUMINUM AWNING - FINISH COLOR A-1 EQ. TO "CHAMPAGNE" A-2 EXTERIOR ALUMINUM AWNING STANDARD OLD NAVY SILVER FINISH A-3 EXTERIOR CANVAS AWNING - BLACK / WHITE ' 12"X12" CERAMIC TILE EQUAL TO DSA BUCHTAL - CT -1 #145 - "INTENSE CARMINE" " CT -2 12"X12" CERAMIC TILE EQUAL TO DSA BUCHTAL - - BLACK" DOWNSPOUT - PREFINISHED ALUM. DS -1 -COLOR EQ. TO DRYVIT 310 - "CHINA WHITE" LP -1 LOGO PLAQUE - PRECAST PINEAPPLE GROVE TILE- RADIAL SUN - 24"X24" EQ. TO "TERRAIN TAUPE" DESIGN #046 LP -2 NOT USED " MC -1 METAL COPING - COLOR EQ. TO DRYVIT 310 „ - "CHINA WHITE" MTL-2 METAL TRIM - OPEN WIRE MESH BY'READY METAL' " STANDARD OLD NAVY SILVER FINISH - SEE SPECS MTL-3 NOT USED ' MV -1 MASONRY VENEER - SIMULATED STONE PATTERN • EQ. TO CORAL STONE OR SIM. FORM LINER MV -2 MASONRY VENEER - BRICK EQ. TO ENDICOTT TILE - "DESERT IRONSPOT" PC -1 PAINTED CONCRETE PANEL - FINISH COLOR „ EQ. TO DRYVIT 389- "SOUTHERN TAN" PC -2 PAINTED CONCRETE PANEL - FINISH COLOR ' EQ. TO DRYVIT 108 -"MANOR WHITE" PC -3 PAINTED CONCRETE PANEL - FINISH COLOR EQ. TO DRYVIT 310 -"CHINA WHITE" PAINTED METAL - COLOR EQ. TO P-1 DRYVIT 389- "SOUTHERN TAN" , PAINTED METAL - COLOR EQ. TO P-2 DRYVIT 108 - "MANOR WHITE" PAINTED METAL - COLOR EQ. TO DRYVIT 310 P-3 - "CHINA WHITE" ' STOREFRONT - KAWNEER 451 ANODIZED SF -1 ALLUMINUM -"CHAMPAGNE" " STOREFRONT - KAWNEER 1600 ANODIZED SF -2 ALUMINUM - "CLEAR" ST -1 EFS - COLOR EQ. TO DRYVIT 389 - NO INSUL. "SOUTHERN TAN" EFS - COLOR EQ. TO DRYVIT 108 - "MANOR ST -2 WHITE" NO INSUL. ST -3 EFS - COLOR EQ. TO DRYVIT 310 - "CHINA NO INSUL. WHITE" 21" EXTERIOR WALL SCONCE BY WINONA LIGHTING WS -1 3706 -WL -21 STRATA -CENTER LIGHT ON BRICK PIER _ 33" EXTERIOR WALL SCONCE BY WINONA LIGHTING WS -2 3706 -WL -33 STRATA " GENERAL CONTRACTOR TO SUBMIT COLOR AND FINISH SAMPLES TO MATCH ITEMS IN FINISH SCHEDULE. LEGEND ® WALL MOUNTED LIGHT SEE ELECTRICAL DRAWINGS C J MASONRY CONTROL JOINT- SHOWN FOR AESTHETIC PURPOSES ONLY -VERIFY MAX. DISTANCE BETWEEN JOINTS W/ MANUR O TEMPERED GLASS © LAMINATED GLASS NOTE: ALL CONTROL JOINTS RUNNING HORIZONTALLY SHALL BE ALIGNED WITH ADJACENT TENANTS' HORIZONTAL CONTROL JOINTS - VERTICAL DEVIATIONS ARE NOT ACCEPTABLE. B C I fel r/1r3^^= TArl 1 IAI ITC Art IAP/ C61T T=AI A AIT L 4 SIDE ELEVATION Rp,_q g SCALE: 118"=1'-0' 10, E 26 A 14'-0" A.F.F. T.O.OR� AH PHILLIPS P A R T N E R S H I P Architecture - Interior Design - Planning f 770.3941616 Fex 770.3941314 RF RE K J EEIL E F G H 4 B C D CONSULTANT SEAL . I§r REVISIONS # DATE DESCRIPTION 0 05/28/04 ARCH/ STRUC. COORD. 07/26/04 - - -- SHOPS'C' CHANGE A 09/20/04 V/E CHANGES ® 10/08/04 WHITE BOX COORDINATION This document is ® Phillips partnership, PC and is considered on Instrument of Service and is solely for use with respect to the project as indicated below_ AN rights r"servad. This document may not be reproduced without the prior written consent of Phillips Partnership. PC. TENANT SHOPS C 2011-2081 W.P. BALL BOULEVARD PROJECT THE MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT 11 11 1 1 NORTH AMERICAN PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY ALE/DEB DRAWING TITLE SHELL ELEVATIONS SHEET NUMBER RA=4m3 1 FLOOR PLAN RA -1.3 SCALE: 1/8'=1'-0" NORTH (D 0� <0 0 SHELL PLAN KEYNOTES: 1, SANITARY SEWER LATERAL. STUB INTO BUILDING AND CAP FOR FUTURE CONNECTIONS. SEE CIVIL AND PLUMBING DRAWINGS. 2. DOMESTIC WATER. NEW WATER SERVICE - SEE PLUMBING DRAWINGS. 3. FIRE RISER - VERTICAL CONFIGURATION. SEE PLUMBING AND CIVIL PLANS. 4. TRANSFORMER AND CONCRETE PAD. SEE ELECTRICAL DRAWINGS. SEE CIVIL DRAWINGS FOR LOCATION. 5. ELECTRIC METER BANK. SEE ELECTRICAL DRAWINGS. 6. HOUSE PANEL. SEE ELECTRICAL DRAWINGS. 7. TELEPHONE CABINET. SEE ELECTRICAL DRAWINGS. 8. NOT USED. 9. DOWNSPOUT & CONC. SPLASHBLOCK, TYP. SEE ROOF PLAN FOR DOWNSPOUT SIZE. 10. CONCRETE FILLED STEEL BOLLARD. SEE DETAIL DRAWINGS COORDINATE EXACT LOCATION W/ ARCHITECT. 11. NEW 6" CURB - SEE CIVIL DWGS. 12. APPROXIMATE LOCATION OF MECHANICAL ROOFTOP UNIT AND KCS JOIST, AS REQ'D. SEE STRUCTURAL AND MECHANICAL DRAWINGS, TYP. 13. TILT -UP CONCRETE WALL SEE WALL SECTIONS & STRUCTURAL DWGS. 14. EXPANSION JOINT BETWEEN BUILDINGS. SEE DETAILS AND SECTIONS FOR SIZE, LOCATION AND METHOD. 15. STOREFRONT SYSTEM. SEE FINISH SCHEDULE AND STOREFRONT ELEVATIONS. GYP. BD. ABOVE. AT INTERIOR OF ALL STOREFRONTS, TYP. 16. JUNCTION BOX IN CANOPY ABOVE WITH CONDUIT RUN BETWEEN JOIST TO ELECTRICAL PANEL. SEE ELECTRICAL DRAWINGS, TYPICAL. COORDINATE LOCATION AND QUANTITY WITH TENANT. 17. FACE OF CANOPY ABOVE. 18. CONCRETE SIDEWALK WITH EXPANSION AND SCORE JOINTS AS SHOWN - SEE HARDSCAPE DWGS. BY SITE SOLUTIONS. 19. NON -FREEZE HOSE BIBB MOUNTED AT 18" ABOVE EXTERIOR GRADE/SIDEWALK. SEE PLUMBING DRAWINGS. 20. ASPHALT PAVEMENT TO BE 6" BELOW F.F.E. AT REAR. SLOPE UP TO DOORS AND PROVIDE MIN. 8'-0" LONG BY S-0" WIDE CONCRETE LANDING. SLOPE LANDING 1:50 MAX. AWAY FROM BUILDING. 21. 24"X36" METAL ACCESS PANEL ABOVE. PAINT TO MATCH ADJ. MATERIAL. 22. ROOF HATCH LOCATION - COORDINATE EXACT LOCATION WITH INTERIOR PLANS & ROOF FRAMING PLANS. 23. STOREFRONT DOOR, TYP. - SEE DOOR SCHEDULE. HOLLOW METAL DOOR, TYP. - SEE DOOR SCHEDULE. 24. JUNCTION BOX ABOVE STOREFRONT WITH CONDUIT RUN BACK TO ELECTRICAL PANEL BETWEEN JOISTS -SEE ELECTRICAL DRAWINGS, TYPICAL. 25. ALUMINUM AWNING ABOVE, TYPICAL. 26. GREASE TRAPS AS REQ'D BY LOCAL HEALTH DEPARTMENT/ UTILITIES. TOP OF MANHOLE COVERS TO BE FLUSH W/ ADJACENT SURFACE 27. 6" THICK CONCRETE PAD - SEE STRUCTURAL DRAWINGS FOR SPECIFICATION. 28. 42" H. GUARDRAIL W/ CHAIN LINK - PAINT. SEE DETAILS FOR ADDITIONAL INFORMATION. 29. PROVIDE DOWNSPOUT GUARD - SEE DETAIL ON SHEET/A 7.2 30. ROOF LADDER - SEE DETAIL ON SHEET A-7.2. 31. 6" THICK CONCRETE TRUCK/ COMPACTOR PAD. SEE STRUCTURAL DWGS. 32. "POLYDRAIN" TRENCH DRAIN W/ STEEL GRATE - SEE CIVIL DWGS. 33. EXHAUST FANS - SEE MECHANICAL DWGS. 34. 6"x6" STEEL TUBE COLUMN 35. SCREEN WALL - SEE ELEVATIONS & STRUCTURAL DWGS. REVISION # 3 SUMMARY A. B. C. D. REVISION # 10 SUMMARY A. MODIFIED SHOPS "C" B. REVISED SQ. FOOTAGE C. UPDATED DIM. D. CLARIFIED SECTION DETAIL LOCATION RELIi�=;J�JCAL PANEL AND GAS METER ADE9_:QE%%kiRTA0a6OR & DOWN SPOUT CL414"E"ESTROOMWv ALL EXTENSION OM II I ��STER rO PCATION J, ADDED 1 RTU K. CLARIFIED FRONT ELEVATION TAG L. REMOVED TAG REVISION # 26 SUMMARY A. OMIT TILT -UP CONC. PILASTER & ADD MTL. STUD PILASTER B. CLARIFIED SUITE ADDRESS & S.F. C. OMIT T-0" X 7'-0" STOREFRONT DOOR D. ADD 3'-0" X 7'-0" STOREFRONT DOOR E. RELOCATED REAR DOOR LOCATION F. RELOCATED RESTROOM LOCATION G. CLARIFIED DOOR TACK WELD SHUT H. CLARIFIED HOSE BIBB LOCATION 1. ADD S.F. REVISION # 34 SUMMARY �0 A. ADD T-0" X 7'-0" REAR DOOR PHILLIPS P A R T N E RSH I P Architecture - Interior Design - Planning Mom 770.394.1616 F°" 770.3941314 1-71_1 RE K UGEG H � E F g C D CONSULTANT SEAL REVISIONS # DATE DESCRIPTION 0 05/28/04 ARCH/ STRUC. COORD. A 07/26/04 SHOPS'C' CHANGE A 09/20/04 V/E CHANGES ® 10/08/04 WHITE BOX COORDINATION This document is ® Phillipe Pa, b m at k% PC and is considered an Instrument of Service and is solei for use with respect to the project as indicated below. All rights reserved. This doomient may not be reproduced without the prior written consent of Philips Partnership. PC. TENANT SHOPS C 2011-2081 W.P. BALL BOULEVARD PROJECT THE /MARKETPLACE AT SEMINOLE TOWNE CENTER 0 SANFORD, FLORIDA CLIENT NORTH AMEMCM PROPERTIES NORTH AMERICAN PROPERTIES - ATLANTA 1080 HOLCOMB BRIDGE ROAD BUILDING 200, SUITE 150 ROSWELL, GA 30075 TEL (770) 645-6566 FAX (770) 643-9540 PHILLIPS JOB NUMBER 0208616 ISSUE DATE 05/14/04 DRAWN BY/CHECKED BY CO/ALE/DEB DRAWING TITLE SHELL FLOOR PLAN SHEET NUMBER RA -1.3